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US6 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.25973, -96.03444
41°15'35" N, 96°02'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US6 over LITTLE PAPILLION CREEK
Structure number:S006 36742
Location:78TH @ DODGE OMAHA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:47,955 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:68.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.1FairSatisfactoryFairSatisfactory-47955
May 201468.1FairGoodFairSatisfactory-47955
March 201477.7FairGoodFairSatisfactory-47955
March 201281.5FairGoodFairSatisfactory-50785
February 201082.2FairExcellentFairSatisfactory-44875
March 200879.9FairExcellentFairSatisfactory-66260
January 200679.9FairExcellentSatisfactoryFair-66260
July 200481.6FairExcellentSatisfactoryFair-50060
February 200280.8FairExcellentSatisfactoryFair-57700
October 200081.2FairExcellentGoodFair-54200
October 199880.1FairFairGoodFair-54200
August 199677.9FairFairVery GoodFair-55930
September 199480.4FairFairVery GoodFair-41500
July 199278.9FairFairVery GoodFair-58765
December 199178.9FairFairVery GoodFair-58765